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I` <br /> LOG SYMBOLS <br /> I PERCENT FINER <br /> 1 l- <br /> f -4 THAN THE NO.4 SIEVE <br /> BULK/BAG SAMPLE <br /> (ASTM Test Method C 136) <br /> ' { PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE N0.200 SIEVE <br /> Il <br /> (2-112 inch outside diameter) (ASTM Test Method C 117) <br /> i LIQUID LIMIT <br /> CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br /> ji <br /> T <br /> RD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> L II <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> EI EXPANSION INDEX <br /> SHELBY TUBE (UBC STANDARD 18-2) <br /> i! COL COLLAPSE POTENTIAL <br /> ROCK CORE <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> L <br /> IL <br /> i <br />'f ; GENERAL NOTES <br /> if <br /> .1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> hr 'i <br /> 2.Nowarranty is�provided as to the continuity of soil conditions between individual sample locations. <br /> �' II <br /> 3,togs represent genera!Boit conditions observed at the point of exploration on the date indicated. <br /> I r <br /> 4. In general,Unified Soil Classification System designations presented on the logs were evaluated by visual methods. <br /> Where laboratory tests were performed,the designations reflect the laboratory test results. <br /> FFFrrr � `! <br /> LOG KEY PLATE <br /> C18694 EAST HIGHWAY 88 <br /> K L E I N FELDER CLEMENTS, CALIFORNIA <br /> k" <br /> r 5,wcl <br /> °o Drafted By: G.GOMEZ Project No.: 55208.G01 <br />! �4 Date: 6/2/2005 File Number: ST05GO98 <br /> C pWighf Kleinfelde.In,2005 <br /> L,�/ <br />